![]() The following figure presents the geometry file for Muncie when modeled with a single 2D area. To keep things simple, the levee breach was removed and flow moving into the overbank areas is purely due to overtopping of the levee. ![]() In this example, the standard Muncie project offered by the Hydrologic Engineering Center has been converted first to SI units, then to a single 2D mesh. There have been many questions lately about whether HEC-RAS 5.0 can perform a simulation with ONLY a 2D mesh (i.e. Written by Christopher Goodell, P.E., D.WREĬopyright © The RAS Solution 2015.
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